CN109071282A - Ballast water processing device and ballast water treatment approach - Google Patents
Ballast water processing device and ballast water treatment approach Download PDFInfo
- Publication number
- CN109071282A CN109071282A CN201680085001.8A CN201680085001A CN109071282A CN 109071282 A CN109071282 A CN 109071282A CN 201680085001 A CN201680085001 A CN 201680085001A CN 109071282 A CN109071282 A CN 109071282A
- Authority
- CN
- China
- Prior art keywords
- oxidant
- raw water
- concentration
- water
- oxidizing agent
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/68—Treatment of water, waste water, or sewage by addition of specified substances, e.g. trace elements, for ameliorating potable water
- C02F1/685—Devices for dosing the additives
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63J—AUXILIARIES ON VESSELS
- B63J4/00—Arrangements of installations for treating ballast water, waste water, sewage, sludge, or refuse, or for preventing environmental pollution not otherwise provided for
- B63J4/002—Arrangements of installations for treating ballast water, waste water, sewage, sludge, or refuse, or for preventing environmental pollution not otherwise provided for for treating ballast water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
- C02F1/004—Processes for the treatment of water whereby the filtration technique is of importance using large scale industrial sized filters
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/008—Control or steering systems not provided for elsewhere in subclass C02F
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/76—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B13/00—Conduits for emptying or ballasting; Self-bailing equipment; Scuppers
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/008—Originating from marine vessels, ships and boats, e.g. bilge water or ballast water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/001—Build in apparatus for autonomous on board water supply and wastewater treatment (e.g. for aircrafts, cruiseships, oil drilling platforms, railway trains, space stations)
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/001—Upstream control, i.e. monitoring for predictive control
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/005—Processes using a programmable logic controller [PLC]
- C02F2209/006—Processes using a programmable logic controller [PLC] comprising a software program or a logic diagram
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/21—Dissolved organic carbon [DOC]
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/29—Chlorine compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/40—Liquid flow rate
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Health & Medical Sciences (AREA)
- General Health & Medical Sciences (AREA)
- Public Health (AREA)
- Toxicology (AREA)
- Medicinal Chemistry (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
- Physical Water Treatments (AREA)
Abstract
A kind of ballast water processing device and ballast water treatment approach are provided, wherein, the supply amount of required oxidant can be made to become suitably according to the water quality of raw water, even if the supply amount of the oxidant is after supplying oxidant into the raw water being drawn for water ballast from stopping by also ensuring that the biological oxidant concentration for being enough to kill in raw water for a long time.In said device, storage unit (23) stores the first corresponding relationship between the absorbance of the raw water and the concentration of the dissolved organic carbon of the raw water, and the second corresponding relationship between the concentration and required remaining oxidizing agent concentration of the storage dissolved organic carbon, in order to kill the biology in raw water, and inhibit the proliferation again of the biology in the water being stored in ballast tank, remaining oxidizing agent concentration and required remaining oxidizing agent concentration when the required remaining oxidizing agent concentration is as after supply oxidant by the stipulated time, computing unit (24) is referring to the corresponding relationship, derive required remaining oxidizing agent concentration corresponding with the absorbance of raw water measured by absorbance meter (21), and required remaining oxidizing agent concentration is set as control target value to calculate the supply amount of required oxidant.Accordingly, control unit (25) control oxidation agent feeding device (5).
Description
Technical field
The present invention relates to the processing unit for the water ballast being loaded in ballast tank of ship and processing methods.
Background technique
For ship typically, for zero load or in load in the state of few, due to being necessary to ensure that propeller enters water
Depth and safe navigation when ensuring zero load etc., thus before leaving the port by the water (seawater, lake water or river water) at harbour take to
Ballast tank is using as water ballast.In contrast, for being mounted with the ship of water ballast in ballast tank, when it is carried out in harbour
When loading, water ballast is discharged from ballast tank.However, when travelling to and fro between environment different loading ports and port of discharge
Ship carries out when taking and draining of water ballast in each harbour, and the organism for including in the water at some harbour is at another port
Mouth can be discharged to another harbour together with water ballast, thus may cause to the littoral ecosystem at another harbour
Baneful influence.Therefore, at 2 months 2004, passed through in the international conference about the ballasting water management of ship for ship
The international treaties of control and the management of water ballast and deposit, according to the international treaties, it is obligated in water ballast biology into
Row processing.
International Maritime Organization (IMO) is for the biological treatment in water ballast and defined standard is (referred to as at IMO water ballast
Reason standard) in, it is specified that: as ship be discharged water ballast contained in 50 μm or more biology (predominantly zooplankter) number
Amount is less than 10/m3, the quantity of 10 μm of biologies (predominantly phytoplankton) more than and less than 50 μm be less than 10/ml,
The quantity of comma bacillus is less than 1cfu/100ml, and the quantity of coliform is less than 250cfu/100ml, and enterococcal number
Amount is less than 100cfu/100ml.
Japanese Unexamined Patent Publication 2007-144391 bulletin (patent document 1) and JFE Engineering Co., Ltd, ship ballasting water pipe
Reason system, [online], [retrieval on April 13rd, 2016], internet < URL:http: //www.jfe-eng.co.jp/
Products/comfortable/marine/mar01.html > (non-patent literature 1), which individually discloses, to be had to as being used for
The seawater of the raw water of water ballast is filtered to capture the filter device of the aquatile in seawater and to filtered seawater
Ballast water treatment dress of the middle supply as the sterilization agent feeding device of the oxidant of the fungicide for killing the bacterium in seawater
It sets.
In each ballast water processing device of patent document 1 and non-patent literature 1, use sodium hypochlorite etc. as sterilization
Agent, and the supply amount of fungicide is adjusted so that the concentration of sterilant (cl concn) being injected into the seawater of ballast tank becomes predetermined
Debita spissitudo (steady state value).
For example, the supply of fungicide is adjusted in the ballast water processing device of non-patent literature 1 with being described generally below
Amount.Firstly, predefining the concentration of sterilant in deemed appropriate seawater.Next, receiving the supply of fungicide
Meanwhile the concentration of sterilant that measurement is injected into the seawater of ballast tank.Then, it by measured concentration of sterilant and predefines
Concentration of sterilant compare, determine that measured concentration of sterilant is above or below predetermined concentration of sterilant.
Then, by the feedback control based on the judgement result, to carry out the output adjustment or setting of the pump for supplying fungicide
The aperture of valve in fungicide supply lines adjusts, to adjust fungicide supply amount.In general, above-mentioned predetermined sterilization
Agent concentration has acceptable prescribed limit.In this case, the amount of the above-mentioned fungicide supplied as described above is adjusted to
So that measured concentration of sterilant is in the defined range (hereinafter also referred to " target concentration range ").
After having supplied fungicide, due to fungicide and reacting for the organic matter in seawater or dividing for fungicide itself
Solution reaction, so that the concentration of sterilant for the seawater being stored in ballast tank is reduced with the time.As a result, being stored in ballast tank
Seawater in, organism may be proliferated again or the ovum of planktonic organism may hatch.Therefore, above-mentioned to be stored in seawater
In residual concentration of sterilant (after the stipulated time, the concentration of remaining fungicide in the seawater of above-mentioned storage) need to tie up
Hold the degree in the hatching for the ovum of proliferation or planktonic organism again for being able to suppress above-mentioned aquatile.
For organic in the water (seawater, lake water or river water, hereinafter, being referred to as " raw water " in the present specification) of water ballast
The content (water quality) of object is dramatically different according to the stop harbour of ship.Also, fungicide is reacted with the organic matter in raw water
Degree (in other words, the concentration of sterilant in raw water at any time the degree of reduction) depends on the water quality of raw water.Therefore, with
It is past, it is dense that the target concentration range of above-mentioned concentration of sterilant is set as the fungicide set than the raw water relative to standard water quality
Higher wide scope is spent, so that being able to maintain that enough residual concentration of sterilant to the raw water of various water quality, also, will be to original
The fungicide supply amount of water is adjusted so that the concentration of sterilant in the raw water for being injected into ballast tank in above-mentioned target concentration range
It is interior.
Existing technical literature
Patent document
1 Japanese Unexamined Patent Publication 2007-144391 of patent document
Non-patent literature
Non-patent literature 1:JFE Engineering Co., Ltd, ship ballasting water management system, [online], [April 13 in 2016
Day retrieval], internet < URL:http: //www.jfe-eng.co.jp/products/comfortable/marine/
mar01.html>
Summary of the invention
Problems to be solved by the invention
If using oxidant as fungicide, and the target of the oxidant concentration of the raw water of various water quality will be corresponded to
Concentration range is set as the higher wide scope of the concentration of sterilant set than the raw water relative to standard water quality, then oxidant
Expense will increase, and oxidant is reacted with the organic matter in raw water and the harmful substances such as the haloform that generates in raw water
Yield increases.Due to being discharged water ballast from ballast tank, thus the harmful substance that increases of yield may be to ship around
Environment adversely affect.In addition, decomposing the remaining oxidizing agent in water ballast when water ballast to be discharged from ballast tank
With carry out it is innoxious in the case where, it is necessary to supply to the water ballast that is discharged, distintegrant for remaining oxidizing agent supply
Amount must also increase, thus the expense of distintegrant also will increase.
In addition, when the amount of the organic matter in raw water is more, due to reacting for above-mentioned organic matter and above-mentioned oxidant, aoxidize
Agent is consumed, thus from stopping supplying oxidant into raw water, after 1 day, it is stored in the water ballast in ballast tank
Remaining oxidizing agent concentration is almost 0 sometimes.In this case, energy is handled to the organism in water ballast caused by oxidant
Power (ability for killing planktonic organism contained in water ballast and bacterium) is insufficient, it is difficult to realize the ballast water treatment standard of IMO.
The purpose of the present invention is to provide a kind of ballast water processing device and ballast water treatment approach, wherein can will be in order to
The oxidant supply amount for ensuring enough remaining oxidizing agent concentration and needing is set as appropriate amount corresponding with raw water quality, thus
Even if after long-time, the biological treatment capabilities in water ballast can also be maintained from stopping supplying oxidant into raw water.
Means for solving the problems
In the seawater, lake water or river water (hereinafter, being referred to as " raw water " in the present specification) taken as water ballast
There are gas chromatography, which greatly influences the water quality of raw water.The organic matter is roughly divided into water-soluble be dissolved with
Machine object and water-insoluble non-dissolved organic matter, in entire organic matter, ratio shared by dissolved organic matter is high.In order to for
The raw water of various water quality is the mode of amount appropriate to supply oxidant, needs accurately to hold the water of the raw water as object
Matter.Present inventor by various seawater, lake water or river water measure absorbance and as it is representative dissolution it is organic
The concentration (DOC concentration) of the dissolved organic carbon of object, to find that presence can be similar to almost between the absorbance and DOC concentration
The corresponding relationship of straight line.Thereby, it is possible to derive DOC concentration from the measured value of absorbance, and can be from the DOC derived
The water quality of concentration assurance raw water.
However, when using above-mentioned raw water as water ballast, if oxidant is supplied into the raw water to kill in the raw water
Existing planktonic organism and bacterium, then known to the oxidant in raw water organic matter or ammonia react and decompose, as a result, in raw water
Remaining oxidizing agent concentration (Total residual oxidant concentration: TRO concentration) reduce at any time.
Fig. 1 is to indicate TRO concentration in the raw water figure of the state of reduction at any time.Horizontal axis indicates elapsed time
(minute), the longitudinal axis indicate TRO concentration (mg/L).In the case where using sodium hypochlorite as oxidant, TRO concentration is residual chlorine
Concentration.The inventors of the present application found that if supplying oxidant into raw water, as shown in Figure 1, TRO concentration in the raw water according to
Secondary experience transient response (Instantaneous reaction), initial reaction (Initial reaction), interim response
(Intermediate reaction) these three reaction and reduce in a curve.Here, " transient response " be oxidant mainly with
The reaction of ammonia, " initial reaction " are that oxidant is mainly reacted with dissolved organic matter, " interim response " be oxide mainly with it is non-
The reaction of dissolved organic matter and the reaction as caused by the decomposition of oxidant itself.As will appear from figure 1, TRO concentration
It can sharply be reduced due to transient response and in a short time at once after oxidant supply, next, TRO concentration is anti-due to initial stage
It should be to more can slowly be reduced in several minutes of internal ratio transient responses, next, TRO concentration is since interim response is to can be
Long-time internal ratio initial reaction is more slowly reduced.In addition we know, the organic matter in raw water is more, then the reduction of oxidant
Reduction amount when amount, particularly in the early stage reaction is bigger.
In order to carry out the processing for meeting IMO ballast water treatment standard to raw water, into raw water supply oxidant after by
Time point (such as after 24 hours) after enough time, it is necessary to ensure that the TRO concentration of required bottom line is to meet
IMO ballast water treatment standard.Therefore, as shown in Figure 1, it is contemplated that TRO concentration is reduced at any time, thus derive by oxidant with
TRO concentration during the initial reaction of dissolved organic matter reaction is set as adjusting control target used when oxidant supply amount
Value.
For the TRO concentration set when adjusting oxidant supply amount as control target value, oxygen is not set it to
TRO concentration when agent supplies, but the TRO during setting it to the initial reaction that oxidant is reacted with dissolved organic matter is dense
Degree.Thus, it is possible to which (namely oxidant mainly reacts to make with ammonia the transient response occurred before avoiding reacting in the early stage
The reaction of TRO concentration sharply reduction) setting of the control target value of TRO concentration is had an impact.By setting in this way
Target value is controlled, so as to be adjusted to oxidant supply amount to waste few suitable amount.
So, from the measured value of raw water absorbance derive dissolved organic carbon (DOC) concentration to hold the water quality of raw water,
Then dissolved organic matter is mainly reacted in above-mentioned initial reaction with oxidant, and present inventor is conceived to as a result,
Corresponding relationship and dissolved organic carbon concentration and initial reaction and mid-term between raw water absorbance and dissolved organic carbon concentration is anti-
Corresponding relationship between the reduction behavior for the TRO concentration answered, to contemplate: deriving to meet and be directed to various absorbances
Raw water IMO ballast water treatment standard and the TRO concentration that needs, and derive the oxygen needed to realize the TRO concentration
Agent supply amount.
In addition, as the index for meeting IMO ballast water treatment standard, it is preferred to use the TRO concentration in specified time limit
Time integral value (referred to as CT value).Fig. 2 is the figure for illustrating the CT value of TRO concentration, and the CT value of the TRO concentration is by Fig. 1
Expression TRO concentration reduce the curve of behavior and indicate elapsed time horizontal axis between area indicate.In Fig. 2,
TRO concentration is reduced when after oxidant supply by 3 minutes to 2.5mg/L, from 5.0mg/L when oxidant supplies in oxygen
By being reduced when 360 minutes (1 hour) to 1.0mg/L, then, by 1440 minutes (1 after oxidant supply after agent supply
Day) when reduce to 0.4mg/L.In Fig. 2, calculate since oxidant supply when after 1440 minutes (the interim response phase
Between time point) TRO concentration during this time integral value CT value.Here, the expression TRO concentration that CT value is equivalent to Fig. 2 subtracts
Area after the curve of few behavior and expression oxidant supply between the horizontal axis of elapsed time.
As an example, present inventor supplies the oxygen of various concentration into the raw water that DOC concentration is 2.0mg/L
Agent, the reduction at any time of research TRO concentration, in addition, carried out research for ensure even if after oxidant supply by
CT value needed for the TRO concentration of IMO ballast water treatment standard can also be met after 1440 minutes (1 days) (is opened when supplying from oxidant
The CT value to begin after 1440 minutes during this) experiment.In addition, the raw water different from above-mentioned example for DOC concentration,
Present inventor has also carried out identical experiment.By these test results be deduced as drawn a conclusion: oxidant with it is molten
The initial reaction that reacts of solution organic matter terminates in several minutes, as long as in addition, above-mentioned CT value be 1500mg/L minutes with
On, then can ensure that can also sufficiently meet IMO ballast water treatment mark even if having passed through 1440 minutes after (1 day) after oxidant supply
Quasi- TRO concentration.
In addition, as described previously for the TRO concentration set when adjusting oxidant supply amount as control target value,
TRO concentration when oxidant supply is not set it to, as long as but setting it to oxidant and dissolved organic matter generation instead
TRO concentration during the initial reaction answered.Since initial reaction terminates in several minutes, thus as during initial reaction
TRO concentration, the TRO concentration (TRO concentration when referred to as by 3 minutes) when having used after supply oxidant by 3 minutes makees
To control target value.By making the CT value since when oxidant supplies during this after 1440 minutes (1 day)
1500mg/L minutes or more, so that can ensure that can also sufficiently expire after (1 day) even if after oxidant supply by 1440 minutes
The TRO concentration of sufficient IMO ballast water treatment standard, thus such curve is selected, it shows that CT value 1500mg/ can be made
The reduction behavior of L minutes or more TRO concentration, by the curve for showing the reduction behavior process 3 minutes when TRO it is dense
Degree is set as required TRO concentration, and the required TRO concentration is set as control target value.In the example in figure 2, CT value is 1500mg/
L minutes or more, meet IMO ballast water treatment standard.TRO in the curve for showing the reduction behavior, when by 3 minutes
Concentration is 2.5mg/L, and required TRO concentration is 2.5mg/L.Therefore, as long as TRO when by after supply oxidant by 3 minutes is dense
The control target value of degree is set as 2.5mg/L, so as to adjust oxidant supply amount.
The present invention relates to a kind of ballast water processing device and ballast water treatment approach, wherein obtains raw water absorbance in advance
It is required when after the DOC concentration and supply oxidant of corresponding relationship and raw water between DOC concentration by the stipulated time
Corresponding relationship between TRO concentration is based on the corresponding relationship, will be in order to meet required for ballast water treatment standard, for oxygen supply
Required TRO concentration when after agent by the stipulated time is set as controlling target value, and adjusts oxygen based on the control target value
Agent supply amount.
The absorbance of raw water can be found out by measurement light transmittance.Light transmittance is the ratio that incident light penetrates sample, and
And there is following relationship: absorbance=- log10(light transmittance).It is above-mentioned to substitute by measurement raw water light transmittance in the present invention
Raw water absorbance, so that ballast water treatment can also be carried out.
According to the present invention, as described below, it can obtain being related to first to fourth invention of ballast water processing device and be related to
5th to the 8th invention of ballast water treatment approach.
<ballast water processing device>
It is provided with according to each ballast water processing device of first to fourth invention: being drawn to as water ballast to ship
Supply oxidant is in raw water (including seawater, lake water and river water) in the ballast tank of oceangoing ship to kill the biological oxidant in raw water
Feedway and confession to above-mentioned oxidant is supplied into the above-mentioned raw water being drawn via above-mentioned oxidation agent feeding device
The oxidant supply amount control device being adjusted to amount.
<first invention>
About first invention, in related ballast water processing device, above-mentioned oxidant supply amount control device has:
Measure absorbance meter, storage unit, computing unit and the control unit of the absorbance of the above-mentioned raw water being drawn.The storage
Unit stores the corresponding relationship between raw water absorbance and the concentration of the dissolved organic carbon of the raw water as the first corresponding relationship,
Corresponding relationship between the concentration and required remaining oxidizing agent concentration of the dissolved organic carbon for storing raw water simultaneously is as second pair
It should be related to.Above-mentioned required remaining oxidizing agent concentration further suppresses while killing the biology in raw water and is stored in ballast tank
In water ballast in biology proliferation again, thus above-mentioned required remaining oxidizing agent concentration be as into raw water for oxygen supply
Remaining oxidizing agent concentration and required remaining oxidizing agent concentration when after agent by the stipulated time.Above-mentioned computing unit is referring to upper
The first corresponding relationship is stated, to derive corresponding to the dense of the dissolved organic carbon of raw water absorbance as measured by absorbance meter
Degree derived above-mentioned is dissolved with next, above-mentioned computing unit is referring to above-mentioned second corresponding relationship with above-mentioned to derive
The corresponding above-mentioned required remaining oxidizing agent concentration of the concentration of machine carbon, and using the required remaining oxidizing agent concentration derived as control
Target value processed is to calculate the required supply amount of oxidant.Above-mentioned control unit control oxidation agent feeding device, thus will be by upper
The oxidant for stating the calculated required supply amount of computing unit is supplied into the raw water taken by oxidation agent feeding device.
So, in first invention, first and second corresponding relationship stored by referring to storage unit, according to reality
The absorbance of the raw water of border measurement, thus derive in water ballast it is remaining, in order to meet IMO ballast water treatment standard and
(required remaining oxidizing agent is dense for the concentration of required remaining oxidizing agent when supplied after above-mentioned oxidant into raw water by the stipulated time
Degree), and the required remaining oxidizing agent concentration is set as control target value, it is thus possible to it is supplied according to the water quality of raw water into raw water
To the oxidant for the appropriate amount that can sufficiently meet IMO ballast water treatment standard.In addition, in first invention, by computing unit
The oxidant concentration in raw water when the required remaining oxidizing agent concentration derived not is oxidant supply, but for oxygen supply
In raw water when after agent by the stipulated time remaining oxidant concentration.Therefore, by passing through the stipulated time for above-mentioned
Time point be set as between (for example) oxidant and the dissolved organic matter in raw water react occur when time point, so as to
Enough oxidants for more accurately calculating above-mentioned appropriate amount.
<the second invention>
About the second invention, in related ballast water processing device, above-mentioned oxidant supply amount control device has:
Measure absorbance meter, storage unit, computing unit and the control unit of the absorbance for the raw water being drawn.The storage unit
Store the corresponding relationship between the absorbance of raw water and required remaining oxidizing agent concentration.Above-mentioned required remaining oxidizing agent concentration
While killing the biology in raw water, the proliferation again of the biology in the water ballast being stored in ballast tank is further suppressed, because
And above-mentioned required remaining oxidizing agent concentration be as into raw water supply oxidant after by the stipulated time when residual oxidization
Agent concentration and required remaining oxidizing agent concentration.Above-mentioned computing unit referring to above-mentioned corresponding relationship, thus derive correspond to by
The above-mentioned required remaining oxidizing agent concentration of raw water absorbance measured by absorbance meter, and the required residual oxidization that this is derived
Agent concentration calculates the required supply amount of oxidant as control target value.Above-mentioned control unit control oxidant supply dress
It sets, so that being taken being supplied by the oxidant of above-mentioned computing unit supply amount needed for calculated to by oxidation agent feeding device
In raw water.
So, in the second invention, the above-mentioned corresponding relationship stored by referring to storage unit, according to actual measurement
Raw water absorbance, thus derive in water ballast it is remaining, in order to meet IMO ballast water treatment standard and to raw water
By remaining and meeting in water ballast when the stipulated time required for IMO ballast water treatment standard after the middle above-mentioned oxidant of supply
The concentration (required remaining oxidizing agent concentration) of remaining oxidizing agent, and the required remaining oxidizing agent concentration is set as control target value,
Thus in the same manner as above-mentioned first invention, supply it can sufficiently meet IMO ballasting according to the water quality of raw water and into raw water
The oxidant of the appropriate amount of water process standard.In addition, in first invention referring to the case where first and second corresponding relationship compared with,
Institute's reference at this time be only raw water absorbance with after supplying above-mentioned oxidant into raw water by remaining on when the stipulated time
It is in raw water, in order to which (required remaining oxidizing agent is dense for the concentration that meets IMO ballast water treatment standard and required remaining oxidizing agent
Degree) between direct corresponding relationship, it is thus possible to more simply derive above-mentioned required remaining oxidizing agent concentration.
<third invention>
It is invented about third, in related ballast water processing device, above-mentioned oxidant supply amount control device has:
Measure transmitance meter, storage unit, computing unit and the control unit of the light transmittance for the raw water being drawn.The storage unit
Store the corresponding relationship between the light transmittance of raw water and the concentration of the dissolved organic carbon of the raw water as the first corresponding relationship, together
When, the corresponding relationship stored between the concentration of the dissolved organic carbon of raw water and required remaining oxidizing agent concentration is corresponding as second
Relationship.Above-mentioned required remaining oxidizing agent concentration is further suppressed and is stored in ballast tank while killing the biology in raw water
Water ballast in biology proliferation again, thus above-mentioned required remaining oxidizing agent concentration be as into raw water for oxidizing
Remaining oxidizing agent concentration and required remaining oxidizing agent concentration when after agent by the stipulated time.Above-mentioned computing unit is referring to above-mentioned
First corresponding relationship, thus derive the concentration corresponding to the dissolved organic carbon of raw water light transmittance as measured by transmitance meter,
Next, above-mentioned computing unit is referring to above-mentioned second corresponding relationship, to derive organic with above-mentioned derived above-mentioned dissolution
The corresponding above-mentioned required remaining oxidizing agent concentration of the concentration of carbon, and using the required remaining oxidizing agent concentration derived as control
Target value processed is to calculate the required supply amount of oxidant.Above-mentioned control unit control oxidation agent feeding device, so that will
It is supplied by the oxidant of above-mentioned computing unit supply amount needed for calculated into the raw water taken by oxidation agent feeding device.
<the 4th invention>
About the 4th invention, in related ballast water processing device, above-mentioned oxidant supply amount control device has:
Measure transmitance meter, storage unit, computing unit and the control unit of the light transmittance for the raw water being drawn.The storage unit
Store the corresponding relationship between the light transmittance of raw water and required remaining oxidizing agent concentration.Above-mentioned required remaining oxidizing agent concentration
While killing the biology in raw water, the proliferation again of the biology in the water ballast being stored in ballast tank is further suppressed, because
And above-mentioned required remaining oxidizing agent concentration be as into raw water supply oxidant after by the stipulated time when residual oxidization
Agent concentration and required remaining oxidizing agent concentration.Above-mentioned computing unit referring to above-mentioned corresponding relationship, thus derive correspond to by
The above-mentioned required remaining oxidizing agent concentration of raw water light transmittance measured by transmitance meter, and the required residual oxidization that this is derived
Agent concentration calculates the required supply amount of oxidant as control target value.Above-mentioned control unit control oxidant supply dress
It sets, so that by being supplied by the oxidant of above-mentioned computing unit supply amount needed for calculated to by oxidation agent feeding device institute
In the raw water taken.
<ballast water treatment approach>
Had according to the ballast water treatment approach of the 5th to the 8th invention: to being drawn as water ballast to the pressure of ship
It carries and supplies oxidant in the raw water in cabin to kill the oxidant supplying step of the biology in raw water and supply in oxidant
The oxidant supply amount rate-determining steps that the supply amount of the oxidant of raw water is adjusted are supplied in step.
<the 5th invention>
About the 5th invention, in related ballast water treatment approach, oxidant supply amount rate-determining steps have: measurement
The absorbance measuring process of the absorbance for the raw water taken, the derivation step of dissolved organic carbon concentration, required remaining oxidizing agent
The calculating step and rate-determining steps of supply amount needed for the derivation step of concentration, oxidant.In above-mentioned dissolved organic carbon concentration
It derives in step, the corresponding relationship between the concentration of dissolved organic carbon that reference is previously obtained, raw water absorbance and the raw water
That is the first corresponding relationship, to derive raw water corresponding with raw water absorbance measured in above-mentioned absorbance measuring process
Dissolved organic carbon concentration.In the derivation step of above-mentioned required remaining oxidizing agent concentration, referring to be previously obtained, raw water
Dissolved organic carbon concentration and required remaining oxidizing agent concentration between corresponding relationship i.e. the second corresponding relationship, to derive
Residual oxidization needed for corresponding with the concentration of above-mentioned dissolved organic carbon derived in the derivation step of the organic concentration of carbon of solvent
Agent concentration.Above-mentioned required remaining oxidizing agent concentration further suppresses while killing the biology in raw water and is stored in ballast tank
In water ballast in biology proliferation again, thus above-mentioned required remaining oxidizing agent concentration be as into raw water for oxygen supply
Remaining oxidizing agent concentration and required remaining oxidizing agent concentration when after agent by the stipulated time.It is supplied needed for above-mentioned oxidant
To the required residual oxidization that in the calculating step of amount, will be derived in the derivation step of above-mentioned required remaining oxidizing agent concentration
Agent concentration is set as control target value to calculate the required supply amount of oxidant.In above-mentioned rate-determining steps, control oxidant is supplied
To step, so that will be calculated in the calculating step of the supply amount as needed for above-mentioned oxidant in oxidant supplying step
The oxidant of required supply amount supply into the raw water taken.
<the 6th invention>
About the 6th invention, in related ballast water treatment approach, above-mentioned oxidant supply amount rate-determining steps have:
Measure the absorbance measuring process of absorbance, the derivation step of required remaining oxidizing agent concentration, the oxidant of taken raw water
The calculating step and rate-determining steps of required supply amount.
In the derivation step of above-mentioned required remaining oxidizing agent concentration, referring to be previously obtained, raw water absorbance and institute
The corresponding relationship between remaining oxidizing agent concentration is needed, to derive and above-mentioned raw water measured in absorbance measuring process
Remaining oxidizing agent concentration needed for absorbance is corresponding.Above-mentioned required remaining oxidizing agent concentration is killing the biology in raw water
Meanwhile the proliferation again of the biology in the water ballast being stored in ballast tank is further suppressed, thus above-mentioned required residual oxidization
Remaining oxidizing agent concentration and required residual oxygen when agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration.In the calculating step of the supply amount needed for above-mentioned oxidant, by the derivation step of above-mentioned required remaining oxidizing agent concentration
The required remaining oxidizing agent concentration derived in rapid is set as control target value to calculate the required supply amount of oxidant.Upper
It states in rate-determining steps, oxidant supplying step is controlled, so that will be as needed for above-mentioned oxidant in oxidant supplying step
In the calculating step of supply amount it is calculated needed for the oxidant of supply amount supply into the raw water taken.
<the 7th invention>
About the 7th invention, in related ballast water treatment approach, above-mentioned oxidant supply amount rate-determining steps have:
Measure Transmissivity measurement step, the derivation step of dissolved organic carbon concentration, required residual oxygen of the light transmittance of taken raw water
The calculating step and rate-determining steps of supply amount needed for the derivation step of agent concentration, oxidant.It is dense in above-mentioned dissolved organic carbon
In the derivation step of degree, referring to pair between light transmittance be previously obtained, raw water and the concentration of the dissolved organic carbon of the raw water
It should be related to i.e. the first corresponding relationship, to derive corresponding with raw water light transmittance measured in above-mentioned Transmissivity measurement step
Raw water dissolved organic carbon concentration.In the derivation step of above-mentioned required remaining oxidizing agent concentration, reference is previously obtained
, corresponding relationship i.e. the second corresponding relationship between the concentration and required remaining oxidizing agent concentration of the dissolved organic carbon of raw water, from
And it derives opposite with the concentration of dissolved organic carbon of above-mentioned raw water derived in the derivation step of the organic concentration of carbon of solvent
The required remaining oxidizing agent concentration answered.Above-mentioned required remaining oxidizing agent concentration also presses down while killing the biology in raw water
The proliferation again of the biology in the water ballast being stored in ballast tank has been made, thus above-mentioned required remaining oxidizing agent concentration is to make
Remaining oxidizing agent concentration and required remaining oxidizing agent concentration when for after the supply oxidant into raw water by the stipulated time.?
In the calculating step of supply amount needed for above-mentioned oxidant, by what is derived in the derivation step of the required remaining oxidizing agent concentration
Required remaining oxidizing agent concentration is set as control target value to calculate the required supply amount of oxidant.In above-mentioned rate-determining steps,
Oxidant supplying step is controlled, so that walking the calculating of the supply amount as needed for above-mentioned oxidant in oxidant supplying step
The oxidant of the calculated required supply amount of institute is supplied into the raw water taken in rapid.
<the 8th invention>
About the 8th invention, in related ballast water treatment approach, above-mentioned oxidant supply amount rate-determining steps have:
Measure the Transmissivity measurement step of light transmittance, the derivation step of required remaining oxidizing agent concentration, oxidant of taken raw water
The calculating step and rate-determining steps of required supply amount.In the derivation step of above-mentioned required remaining oxidizing agent concentration, reference
Corresponding relationship between light transmittance be previously obtained, raw water and required remaining oxidizing agent concentration, to derive and transmitance
Remaining oxidizing agent concentration needed for measured above-mentioned light transmittance is corresponding in measuring process.Above-mentioned required remaining oxidizing agent is dense
It spends while killing the biology in raw water, further suppresses the proliferation again of the biology in the water ballast being stored in ballast tank,
Residual oxygen when thus above-mentioned required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration.It is in the calculating step of the supply amount needed for above-mentioned oxidant, this is required residual
The required remaining oxidizing agent concentration derived in the derivation step of oxidant concentration is stayed to be set as control target value to calculate oxygen
The required supply amount of agent.In above-mentioned rate-determining steps, oxidant supplying step is controlled, thus will in oxidant supplying step
In the calculating step of the supply amount as needed for above-mentioned oxidant it is calculated needed for the oxidant of supply amount supply to being taken
In raw water.
The effect of invention
Ballast water processing device and ballast water treatment approach according to the present invention, are stored by referring to by storage unit
Corresponding relationship, thus obtain it is corresponding with the absorbance for the raw water of actual measurement taken or light transmittance needed for remain oxygen
Agent concentration, and the required remaining oxidizing agent concentration is set as control target value, it is thus possible to according to the water quality of raw water to institute
The oxidant for reaching the appropriate amount (supply amount needed for oxidant) of IMO ballast water treatment standard is supplied in the raw water taken.
Therefore, the expense of ballast water treatment can be reduced, while being able to suppress oxidant and reacting with the organic matter in raw water and generate
The yield of the harmful substances such as haloform, and prevent harmful substance from adversely affecting to surrounding enviroment.In addition, working as ballasting
When water is discharged from ballast tank, it can also reduce innoxious required to carry out in order to make to remain on the decomposition of the oxidant in water ballast
Oxidant distintegrant usage amount.As a result, it is possible to reduce the expense required when water ballast to be discharged from ballast tank.
In addition, in the present invention, the required remaining oxidizing agent concentration derived referring to above-mentioned corresponding relationship is killing original
While biology in water, the proliferation again of the biology in the water ballast being stored in ballast tank is further suppressed, thus it is above-mentioned
Required remaining oxidizing agent concentration be as into raw water supply oxidant after by the stipulated time when remaining oxidizing agent concentration and
Required remaining oxidizing agent concentration, so, by by the above-mentioned time point by the stipulated time be set as (for example) oxidant with
The time point to react between dissolved organic matter in raw water, so as to set above-mentioned required oxidant supply amount appropriate
It is set to more accurate amount.
Brief Description Of Drawings
[Fig. 1] is to indicate TRO concentration in the raw water figure of the state of reduction at any time.
[Fig. 2] is the figure for illustrating the CT value of the TRO concentration in raw water.
[Fig. 3] is the figure for schematically showing the structure of ballast water processing device according to one embodiment.
[Fig. 4] is the flow chart for showing the operation of the control oxidant supply amount using the ballast water processing device of Fig. 3.
Specific embodiment
Hereinafter, embodiments of the present invention will be illustrated based on the drawings.
<first embodiment>
In the present embodiment, it is illustrated in the case of killing the biology in raw water when loading water ballast.Firstly,
The structure of ballast water processing device involved in present embodiment is described in detail.Fig. 3 is to schematically show this
The figure of the structure of ballast water processing device involved in embodiment.The ballast water processing device setting of present embodiment is not being schemed
In the hull of the ship shown, which has: raw water, which takes route 1, is set to raw water takes pump on route 1
3 and filter device 4, be connected to raw water take route 1 oxidation agent feeding device 5 and oxidant supply amount control device 6, with it is former
Water takes the mixing arrangement 7 of the end connection of route 1 and send water from the sterilization processing water that mixing arrangement 7 extends to ballast tank 9
Route 8.
Raw water take route 1 by pump 3 operating from the raw water admission port of hull by around hull raw water (seawater,
Lake water or river water) it introduces.Raw water is drawn into raw water and taken in route 1 by pump 3, while it being conveyed to ballast tank 9.Filter device
4 are arranged in the downstream side for the pump 3 that raw water is taken in route 1, are filtered to being inhaled into raw water and taking the raw water in route 1,
It is removed from raw water to will be present in organism in raw water, including relatively large planktonic organism class.
Oxidation agent feeding device 5 is taken via raw water to be located at the inlet 13 in the downstream side of filter device 4 and connects in route 1
It is connected to raw water and takes route 1.Oxidation agent feeding device 5 is supplied the oxidant as fungicide to by mistake by inlet 13
It filters in the filtered raw water of device 4 (crossing drainage), to kill do not filtered by filter device 4 including bacterium class and float
Microorganism including trip biology.The control oxidation agent feeding device 5 of oxidant supply amount control device 6, so as to adjust by oxidant
Feedway 5 supplies the supply amount that the oxidant in the raw water in route 1 is taken to raw water.Mixing arrangement 7 is supplied in oxidant
The end that raw water takes route 1 is connected at the downstream side of the inlet 13 of device 5.Oxygen has been supplied by oxidation agent feeding device 5
Agent and filtered raw water (crossing drainage) are directed into mixing arrangement 7, filtered raw water from the end that raw water takes route 1
(crossing drainage) mixes with oxidant, so that the oxidant is fully spread in filtered raw water (crossing drainage).It kills as a result,
Organism including microorganism in filtered raw water (crossing drainage).
Sterilization processing water send water line 8 by it is from mixing arrangement 7, be killed comprising the organism including microorganism
Raw water (referred to here as sterilization processing water) is delivered to ballast tank 9.Ballast tank 9 is connected to the end that sterilization processing water send water line 8,
And the sterilization processing water from the conveying of water line 8 will be sent to save as water ballast by sterilization processing water.
Hereinafter, by further being carried out specifically to above-mentioned multiple constituent elements of the ballast water processing device of present embodiment
It is bright.
Filter device 4:
Filter device 4 is by the organism contained in raw water, including relatively large planktonic organism class from the raw water
Middle removing, the raw water are the raw water suction inlets by pump 3 from the lateral position for being set to hull (not shown) as described above
It takes to raw water and takes in route 1.The filter device 4 of the embodiment has the filter that eyelet is 10 to 200 μm.Eyelet
It is 10 to 200 μm of filters while keeping the catch rate of a degree of zooplankter and phytoplankton, also reduces
The backwash frequency of filter is to shorten in the ballast water treatment time for stopping harbour.In other words, if the eyelet of filter is more than 200
μm, then the catch rate of zooplankter and phytoplankton significantly reduces, if the eyelet of filter, less than 10 μm, backwash frequency increases
Add, it is elongated in the ballast water treatment time for stopping harbour, thus be not preferred.In particular, if the use of eyelet being about 20 to 35 μ
The filter of m can then be such that above-mentioned catch rate and above-mentioned backwash frequency optimizes, thus be preferred.Further, it is expected that
Filter device 4 can obtain 200m per hour3Above rate of filtration (ability).But as long as above-mentioned filtering velocity excessively can be obtained
It spends (ability), then filter area can also be made to miniaturise by the stacking of multiple filtering modules.
Aoxidize agent feeding device 5:
As shown in figure 3, oxidation agent feeding device 5 has: storing the oxidant storage tank 11 of oxidant, from oxidant storage tank 11
The pipeline 12 of the extension of route 1 is taken, the front end of pipeline 12 is set to and is connected to original to the downstream side of filter device 4 towards raw water
Water is taken the inlet 13 of route 1, is set on pipeline 12 and conveys the oxidant in oxidant storage tank 11 to inlet 13
At the downstream of supply pump 14 and the supply pump 14 being set in pipeline 12 and to by supply pump 14 from oxidant storage tank 11
Inlet 13 is transported to (in the present embodiment, to be transported to raw water from oxidant storage tank 11 and take filtered original in route 1
Water (cross drainage)) oxidant the valve 15 that is adjusted of supply amount.
As oxidant, sodium hypochlorite, chlorine, chlorine dioxide, sodium dichloro cyanurate or two kinds in these can be used
Above mixture, but oxidant in addition to these also can be used.
By inlet 13, agent feeding device 5 is aoxidized to taking to raw water and takes raw water in route 1 (in this embodiment party
In formula, the filtered raw water (crossing drainage) in route 1 is taken to raw water) supply oxidant.As described later, oxidant supply dress
It sets 5 to be controlled by oxidant supply amount control device 6, supply in the raw water in route 1 can be taken to raw water sufficiently to expire
The oxidant of the appropriate amount of sufficient IMO ballast water treatment standard.
Mixing arrangement 7:
For example, mixing arrangement 7 can be stirred by silent oscillation mixer (static mixer) or stirring blade are rotary-type
Device etc. is constituted, for being supplied with the filtered raw water (crossing drainage) of oxidant by aoxidizing agent feeding device 5, from original
Water takes the end of route 1 and is fed to mixing arrangement 7, and mixing arrangement 7 is by filtered raw water (cross drainage) and oxidant
It is sufficiently mixed so that oxidant is spread in filtered raw water (crossing drainage).It so, in the present embodiment, will be by mixed
It attaches together the filtered raw water set 7 and be diffused with oxidant and is known as sterilization processing water.
Oxidant supply amount control device 6:
Oxidant supply amount control device 6 has: be set to raw water take in route 1 oxidation agent feeding device 5 it is upper
Trip side (in the present embodiment, is arranged in the downstream side of filter device 4 and aoxidizes the upstream of the inlet 13 of agent feeding device 5
Side) absorbance meter 21.The measurement of absorbance meter 21, which is drawn to raw water, takes in route 1 and by the filtered original of filter device 4
The absorbance of water (crossing drainage).Oxidant supply amount control device 6 is also equipped with: being set to the downstream side of oxidation agent feeding device 5
The sterilization processing water of (in the present embodiment, being set to the downstream side of mixing arrangement 7) send the meter of the TRO in water line 8 22 and stream
Meter 26.The sterilization processing water that 22 measurement of TRO meter is fed with oxidant by aoxidizing agent feeding device 5 is sent in water line 8
Sterilization processing water (in the present embodiment, supplied after oxidant through by mixing arrangement 7 by aoxidizing agent feeding device 5 so that
The oxidant diffusion sterilization processing water) in remaining oxidizing agent concentration (Total residual oxidant concentration: TRO is dense
Degree).The measurement of flowmeter 26 send water line 8 via sterilization processing water from mixing arrangement 7 and is delivered to the sterilization processing water of ballast tank 9
Flow.Oxidant supply amount control device 6 is also equipped with: the storage unit 23 of first and second aftermentioned corresponding relationship of storage,
Calculating of first and second the above-mentioned corresponding relationship stored referring to the storage unit 23 to calculate supply amount needed for oxidant
Unit 24 and the control that oxidation agent feeding device 5 is controlled based on supply amount needed for the oxidant calculated by computing unit 24
Unit 25 processed.
The measurement of absorbance meter 21 takes the absorbance of the water quality indicator of the raw water in route 1 in raw water as being drawn, and
The measurement data is exported to computing unit 24.In the present embodiment, as described above, absorbance meter 21 is due to being arranged in raw water
The upstream side in the downstream side of the filter device 4 in route 1, the inlet 13 for aoxidizing agent feeding device 5 is taken, thus is measured
Raw water before supplying oxidant by oxidation agent feeding device 5 takes the absorbance of the raw water in route 1.When absorbance meter 21 is surveyed
When amount raw water takes the absorbance of the raw water in route 1, used wavelength is preferably 260nm at this time, this is because it is suitble to
The index of organic concentration in using absorbance as raw water.
22 measurement of TRO meter is discharged and is delivered to from mixing arrangement 7 after having supplied oxidant by oxidation agent feeding device 5
Ballast tank 9, sterilization processing water send the TRO concentration in the sterilization processing water in water line 8, and its measurement data exported to meter
Calculate unit 24.In the present embodiment, TRO meter 22 is measured is taken in route 1 by the supply of oxidation agent feeding device 5 to raw water
Predetermined point of time during the initial reaction that the oxidant of raw water is mainly reacted with the dissolved organic carbon in raw water is (at this
In embodiment for oxidant supply after have passed through 3 minutes when time point) when TRO concentration (hereinafter referred to as " initial reaction
TRO concentration ").Therefore, TRO meter 22 is arranged in oxidant has been supplied by the inlet 13 of oxidation agent feeding device 5 after
The sterilization processing water that sterilization processing water is reached after 3 minutes send the downstream position in water line 8.In addition, TRO meter 22 is surveyed
The above-mentioned initial reaction TRO concentration in predetermined time (present embodiment is 1 minute) is measured.In addition, for counting 22 pairs via TRO
Sterilization processing water after having supplied oxidant carries out the measurement opportunity of initial reaction TRO concentration mensuration, in the present embodiment will
It is set as the time point into raw water after supply oxidant after 3 minutes, but the measurement opportunity can also be anti-in the early stage
Any time point during answering.
As described below, the first corresponding relationship and the second corresponding relationship has been stored in advance in storage unit 23.
[the first corresponding relationship]
First corresponding relationship is pair between the absorbance of raw water and the concentration (DOC concentration) of the dissolved organic carbon of the raw water
It should be related to.First corresponding relationship obtains in the following way.Firstly, for the original obtained from the different multiple waters of water quality
Water measures absorbance and DOC concentration.Next, for example, using absorbance as horizontal axis (x-axis) and using DOC concentration as the longitudinal axis
(y) in the coordinate diagram of axis, absorbance obtained by each raw water in above-mentioned multiple waters is derived to measurement and DOC concentration is mapped, so
Linear fit is carried out to the corresponding relationship being derived between absorbance involved in each raw water in all waters and DOC concentration afterwards.
It is above-mentioned first corresponding relationship as the relational expression (y=ax+b) by linear function obtained by above-mentioned linear fit, and should
First corresponding relationship is stored in advance by storage unit 23.
[the second corresponding relationship]
Second corresponding relationship is between the concentration (DOC concentration) of the dissolved organic carbon of raw water and required remaining oxidizing agent concentration
Corresponding relationship.Here, required remaining oxidizing agent concentration further suppresses while killing the biology in raw water and is stored in ballast
The proliferation again of biology in water ballast in cabin, thus above-mentioned required remaining oxidizing agent concentration is supplied as into raw water
Remaining oxidizing agent concentration and required remaining oxidizing agent concentration when have passed through the stipulated time after oxidant.Second corresponding relationship
Acquisition is got according to following.Firstly, measurement is derived from the DOC concentration of the raw water in some waters.In addition, being supplied into the raw water more
The oxidant of kind concentration measures remaining oxidizing agent concentration (Total residual for the oxidant of each concentration
Oxidant concentration: TRO concentration) reduction at any time.
Next, being calculated since supplying oxidant for for the oxidant for being supplied respectively to a variety of concentration the case where
Until in interim response predetermined point of time (in the example in figure 2 for oxidant supply after have passed through 1440 minutes after (1 day)
Time point) TRO concentration in this period of time time integral value (CT value).Then, from the oxidant for supplying various concentration
In the case where in the CT value that is respectively obtained, select satisfaction have passed through 1440 minutes after oxidant supply (1 day) when foot
To reach the minimum CT value of the CT value (in the example in figure 2 for 1500mg/L minutes) of IMO ballast water treatment standard.For supplying
The case where having given the oxidant as the concentration of above-mentioned selected CT value, derives TRO concentration when initial reaction, that is, supplies
The TRO concentration at the time point after oxidant after 3 minutes (is in the example in figure 2 2.5mg/L), and as required
TRO concentration.It is deduced required TRO concentration corresponding with the raw water of some DOC concentration as a result,.
According to above-mentioned main points, for each raw water in multiple waters, its DOC concentration and required TRO concentration are found out, and total
The corresponding relationship between the DOC concentration of above-mentioned each raw water and required TRO concentration is born, obtains the corresponding relationship as second pair
It should be related to.Second corresponding relationship is stored in advance together with above-mentioned first corresponding relationship by storage unit 23.
Computing unit 24 is derived and referring to the first corresponding relationship being stored in storage unit 23 by 21 institute of absorbance meter
The corresponding DOC concentration of the raw water absorbance measured.In addition, computing unit 24 is referring to second pair be stored in storage unit 23
It should be related to, derive above-mentioned required TRO concentration corresponding with above-mentioned derived DOC concentration, and the institute derived with this
It needs TRO concentration as control target value, regularly calculates the required supply amount of oxidant.Specifically, computing unit 24 is logical
The required supply amount for crossing oxidant when following formula (1) calculates the control update opportunity of each predetermined circulation, and to oxidant
Required supply amount is updated.
mm=mm-1+a×(PVm-SV)×QAVE,n-1/Qr×G (1)
mm: the required supply amount (L/ minutes) of this oxidant
mm-1: the required supply amount (L/ minutes) of last oxidant
PVm: the measured value (mg/L) of this TRO concentration
The control target value (mg/L) of SV:TRO
Qr: the metered flow (m of sterilization processing water2/H)
QAVE,n-1: the average value (m of the measured value of this sterilization processing water flow3/H)
(being averaged for the measured value of the sterilization processing water flow before control update opportunity between 10 seconds in the present embodiment
Value)
A: in the metered flow Q of sterilization processing waterrUnder, for the oxidant for supplying oxidant concentration as 1mg/L
It measures (L/ minutes)
G: gain
Required supply amount of the control unit 25 based on the oxidant calculated by computing unit 24, to control oxidant supply
The revolving speed of the supply pump 14 of device 5 and the aperture of valve 15.As a result, oxidation agent feeding device 5 passes through inlet 13 to original
Water takes the oxidant for the required supply amount that the supply of the raw water in route 1 is calculated by computing unit 24.
Next, being illustrated for the integrated operation of ballast water processing device involved in present embodiment.When to pressure
When carrying the loading raw water of cabin 9, raw water is taken the pump 3 on route 1 and is operated, and takes route 1 via raw water and suck raw water
To hull, next, the filter device 4 on route 1 is taken by raw water, it will be than the eyelet of the filter in filter device 4
The organisms such as big planktonic organism take in the raw water in route 1 from raw water and remove.
Next, by oxidation agent feeding device 5, in by the filtered raw water of filter device 4 (crossing drainage) for oxygen supply
Agent.Specifically, the supply pump 14 for making to aoxidize on the pipeline 12 of agent feeding device 5 operates, and at the same time in opening conduits 12
Valve 15, so that taking supply in the raw water (cross drainage) in route 1 to raw water by inlet 13 is stored in oxidant storage
Oxidant in slot 11.The revolving speed of supply pump 14 and the aperture of valve 15 are controlled by oxidant supply amount control device 6,
Thus the supply amount of oxidant is adjusted.Explanation is controlled to the supply amount of oxidant by oxidant supply amount control device 6 later.
After the supply oxidant in filtered raw water (crossing drainage), mixing arrangement 7 is by filtered raw water and aoxidizes
Agent mixing, so that oxidant be made fully to be diffused in filtered raw water (crossing drainage).As a result, having killed filtered original
Organism in water (crossing drainage).The drainage excessively that organism has been killed is discharged as sterilization processing water from mixing arrangement 7.
The sterilization processing water being expelled in sterilization processing water line 8 from mixing arrangement 7 send water line 8 via sterilization processing water
And it is stored in ballast tank 9 using as water ballast.The oxidant concentration in water ballast in ballast tank 9 is reduced with the time,
But the oxidant remained in water ballast inhibits the proliferation again of the organism in water ballast (for example, aquatile is again
The hatching of the ovum of secondary proliferation and planktonic organism).
When water ballast is discharged from ballast tank 9, oxidant (not shown) decomposes agent feeding device to being discharged from ballast tank 9
Supply is for decomposing the distintegrant of oxidant to carry out the harmless treatment of water ballast in water ballast.
Hereinafter, the oxygen that explanation is carried out when running ballast water processing device by oxidant supply amount control device 6
The control of agent supply amount operates.As described below, the operation of ballast water processing device includes: from bringing into operation (i.e. from the beginning of
Raw water is sucked into raw water and takes time point in route 1) until " the initial stage supply by being carried out until some predetermined time
Mode operation " and since processing terminate is until killing the organism in raw water the initial stage supply model end of run
" operation of TRO control model " only carried out.
[operation of initial stage supply model]
About above-mentioned " predetermined time " for carrying out primary supply model operation, it is set to no less than aftermentioned TRO control
The running control of molding formula updates the time of circulation time.In the present embodiment, control is updated into circulation as described later
Time is set as 6 minutes, and above-mentioned " predetermined time " is set to have more within 6 minutes 10 minutes of 4 minutes margin times than this.
In the operation of primary supply model, in order to ensure to filtered raw water (in the present embodiment be cross drainage) into
Row organism killing processing, slightly excessively supplies a certain amount of oxidant into above-mentioned filtered raw water.
[operation of TRO control model]
The operation circulation time controlled about oxidant supply amount when running to TRO control model, (control updated
Circulation time), it sets it to the time of the no less than total time including the following time: being fed with the filtered original of oxidant
Water (the being in the present embodiment drainage excessively) time required when reaching at the position of TRO meter 22 (is in the present embodiment 3 points
Clock) and pass through TRO meter 22 measurement TRO concentration needed for the time (being in the present embodiment 1 minute).In present embodiment
In, control update circulation time is set to 6 minutes that 2 minutes margin times are had more than above-mentioned total time (4 minutes).
Fig. 4 is the flow chart for indicating the control operation of the oxidant supply amount when TRO control model is run.It will firstly, working as
When raw water is drawn into ballast tank 9, by the absorbance of the filtered raw water of filter device 4 (being supplied to the raw water before oxidant)
(S1) is measured by absorbance meter 21.The measured value of measured absorbance is output to computing unit 24.In this embodiment party
In formula, since initial stage supply model operation after by 8 minutes, then at the time point after 2 minutes in carry out multiple suction
Photometric measurement, computing unit 24 calculate the average value of the measured value of absorbance.
Computing unit 24 is derived and above-mentioned absorbance measurement referring to the first corresponding relationship being stored in storage unit 23
The corresponding DOC concentration (S2) of the average value of value.
Next, computing unit 24 referring to the second corresponding relationship being stored in storage unit 23, is derived and institute in S2
TRO concentration needed for the DOC concentration of derivation is corresponding, and the TRO concentration that this is derived is set as TRO control target value
(S3).Required TRO concentration during the required TRO concentration is initial reaction.Preferably, to TRO control target value setting
A certain range of blind area.
After S3, by TRO meter 22 measure into the filtered raw water being delivered in ballast tank 9 for oxidizing
TRO concentration (initial reaction TRO concentration) when after agent by the predetermined time is supplying and at the same time being measured by flowmeter 26
The flow (S4) for the sterilization processing water for having given oxidant to convey with backward ballast tank 9.By measured initial reaction TRO concentration and
The data of flow are exported to computing unit 24.10 seconds before the control update opportunity that computing unit 24 calculates oxidant supply amount
Between sterilization processing water flow measured value average value.
Computing unit 24 based on above-mentioned formula (1) calculate this control update opportunity when oxidant required supply
Measure mm(S5).At this point, as the target value SV (mg/L) of TRO control, having used and having been pushed away in above-mentioned S3 in above-mentioned formula (1)
Derived value, the average value Q of the measured value as ballasting water flowAVE,n-1(m2/ H) and this TRO concentration measured value PVm
(mg/L), the obtained value in S4 has been used.
In addition, when PVm-SV value (i.e. the measured value of this TRO concentration and TRO control target value difference) for 0 with
When lower, the gain G in formula (1) is set to be greater than 1 numerical value, such as is set to 1.5;When above-mentioned difference is greater than 0, formula (1)
In gain G be set to 1.The reasons why setting gain G in this way is as described below.
When the difference for the target value that the measured value of this TRO concentration and TRO are controlled is 0 or less, that is to say, that when this
TRO concentration measured value ratio TRO control target value it is low when, carry out increase oxidant required supply amount control.However,
When the supply amount of oxidant is larger, the reduction amount of TRO concentration caused by transient response becomes larger, if thus make gain G 1 with
Under, although then increasing the required supply amount of oxidant, the reduction of TRO concentration due to caused by transient response is larger,
Thus the initial reaction TRO concentration after supplying oxidant after 3 minutes may be lower than the target value of TRO control.Cause
This, by the way that gain G to be set greater than to 1 numerical value, so as to the target for controlling initial reaction TRO concentration close to TRO
Value.In addition, for example, even if in the case where by gain G, to be set as about 1.2 be appropriate, in order to make initial reaction TRO concentration in early stage
The target value for just reaching TRO control, it is also preferred that gain G is set as slightly greater numerical value (for example, about 1.5).
When the difference for the target value that the measured value of this TRO concentration and TRO are controlled is greater than 0, that is to say, that when this
When the target value of the measured value ratio TRO control of TRO concentration is high, the control for reducing the required supply amount of oxidant is carried out.Work as oxidation
When the supply amount of agent is smaller, the reduction amount of TRO concentration caused by transient response becomes smaller, if thus making number of the gain G greater than 1
Value, although then reducing the required supply amount of oxidant, the reduction amount of TRO concentration due to caused by transient response compared with
It is small, thus the initial reaction TRO concentration after supplying oxidant after 3 minutes may be more than the target value of TRO control.
Therefore, by the way that gain G to be set as to the numerical value less than 1, so as to the mesh for controlling initial reaction TRO concentration close to TRO
Scale value.In addition, for example, even if in the case where by gain G, to be set as about 0.7 be appropriate, in order to make initial reaction TRO concentration in morning
Phase just reaches the target value of TRO control, it is also preferred that gain G is set as slightly greater numerical value (for example, about 1.0).
In order to in S5 calculated oxidant required supply amount mmTo supply oxidant, control unit into raw water
25 have carried out the control of the aperture of the revolving speed of supply pump 14 and valve 15, so as to adjust the supply amount (S6) of oxidant.
In the present embodiment, although updating opportunity in the control of each preset predetermined circulation to carry out in principle
The control of S4 to S6 operates, but when the target for being located at TRO control by the initial reaction TRO concentration of 22 measurement of TRO meter in S4
When within the scope of the blind area of value, without S5 and S6, but needed for set oxidant when the control update opportunity of last time
Supply amount come continue supply oxidant.
As described above, in the present embodiment, corresponding to and closing by referring to first and second being stored in storage unit 23
System, derive it is corresponding with actually measured raw water absorbance needed for TRO concentration and as control target value, thus energy
It is enough to supply the oxidant that meet the appropriate amount of IMO ballast water treatment standard into raw water according to the water quality of raw water, and carry out
Ballast water treatment appropriate.In addition, not being when being initially supplied oxidant by the required TRO concentration that computing unit 24 is derived
TRO concentration, but the initial reaction TRO concentration after being initially supplied oxidant after the predetermined time, it is thus possible to calculate
The oxidant more accurately measured is to meet IMO ballast water treatment standard.
<second embodiment>
In the first embodiment, the first corresponding relationship between reference absorbance and DOC concentration and DOC concentration and institute
Both corresponding relationships of the second corresponding relationship between TRO concentration are needed to set TRO control target value.But the second embodiment party
Formula is different from the first embodiment: setting only referring to the direct corresponding relationship between raw water absorbance and required TRO concentration
Determine the target value of TRO control.
In this second embodiment, it derives the direct corresponding relationship between raw water absorbance and required TRO concentration and incites somebody to action
It is as relational expression, and the direct corresponding relationship is as the first corresponding relationship and the second corresponding relationship illustrated in first embodiment
It obtains, the relational expression is then pre-stored within storage unit 23.The relational expression is indicated by formula below (2) or formula (3).
SV=a × TAVE 2+b×TAVE+c (2)
SV=d × TAVE+e (3)
SV: required TRO concentration (TRO controls target value) (mg/L)
TAVE: the average value of the absorbance repeatedly measured in the given time
A, b, c, d, e: constant
Constant a, b, c, d and e absorbance, DOC concentration and institute according to obtained by measurement raw water in formula (2) and formula (3)
TRO concentration is needed to determine.For example, the multiple raw waters different for absorbance, present inventor measure its absorbance,
When DOC concentration and TRO concentration, the following numerical value in formula (2): a=-12.5, b=28.5, c=2.5 is obtained, and obtain
Following numerical value in formula (3): d=10.5 and e=1.16.
In addition to computing unit 24 comes referring to the corresponding relationship (i.e. above-mentioned formula (2) or formula (3)) being stored in storage unit 23
Derive it is corresponding with absorbance measurement needed for TRO concentration and as control target value other than, in present embodiment
The operation that oxidant supply amount is controlled via oxidant supply amount control device 6 it is identical with first embodiment.
So, in this second embodiment, due to only referring to direct right between raw water absorbance and required TRO concentration
Should be related to the control target value to derive the TRO concentration during initial reaction, thus with reference as first embodiment
The case where first and second corresponding relationship, is compared, and second embodiment can more simply derive required TRO concentration.
In first and second above-mentioned embodiment, the absorbance of raw water is measured, and according to the water quality of raw water by oxidant
Supply amount control in amount appropriate, the absorbance of raw water can also be found out by measuring the light transmittance of raw water.Light transmittance is
Incident light penetrates the ratio of sample, and has following relationship: absorbance=- log10(light transmittance).It is measured as by absorbance
Determine the substitution of raw water absorbance, the light transmittance of raw water can also be measured by luminous transmittance measuring, calculates absorbance, and with first
And second embodiment similarly controls the supply amount of oxidant.In addition, such as being closed when measuring light transmittance to calculate absorbance
It is formula: absorbance=- log10(determination of light transmittance value+100- clear water light transmittance) (clear water light transmittance: the intrinsic value of luminous transmittance measuring)
As shown, it can be corrected according to the intrinsic value of luminous transmittance measuring.
The explanation of symbol
1 raw water takes route
3 pumps
4 filter devices
5 oxidation agent feeding devices
6 oxidant supply amount control devices
7 mixing arrangements
8 sterilization processing water send water line
9 ballast tanks
11 oxidant storage tanks
12 pipelines
13 inlets
14 supply pumps
15 valves
21 absorbance meters
22TRO meter
23 storage units
24 computing units
25 control units
26 flowmeters
Claims (8)
1. a kind of ballast water processing device, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidation agent feeding device of the biology in raw water and to via the oxidation agent feeding device and to institute
It states and supplies the oxidant supply amount control device that the supply amount of the oxidant is adjusted in the raw water being drawn, feature exists
In:
The oxidant supply amount control device has: the absorbance meter of the absorbance for the raw water being drawn described in measurement, storage
Unit, computing unit and control unit,
The storage unit stores the corresponding relationship between the absorbance of the raw water and the concentration of the dissolved organic carbon of the raw water
As the first corresponding relationship, while storing between the concentration of the dissolved organic carbon of the raw water and required remaining oxidizing agent concentration
Corresponding relationship as the second corresponding relationship,
In order to also inhibit the increasing again of the biology in the water ballast being stored in ballast tank while killing the biology in raw water
It grows, residual oxidization when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
The computing unit derives the absorbance with the raw water measured by absorbance meter referring to first corresponding relationship
The concentration of the corresponding dissolved organic carbon, next, the computing unit referring to second corresponding relationship, derive with
The corresponding required remaining oxidizing agent concentration of the concentration of above-mentioned the derived dissolved organic carbon, and derived above-mentioned
Required remaining oxidizing agent concentration be set as control target value to calculate the required supply amount of the oxidant,
Described control unit control oxidation agent feeding device, will be by the calculated required supply amount of the computing unit
Oxidant is supplied into the raw water taken by the oxidation agent feeding device.
2. a kind of ballast water processing device, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidation agent feeding device of the biology in raw water and to via the oxidation agent feeding device and to institute
It states and supplies the oxidant supply amount control device that the supply amount of the oxidant is adjusted in the raw water being drawn, feature exists
In:
The oxidant supply amount control device has: the absorbance meter of the absorbance for the raw water being drawn described in measurement, storage
Unit, computing unit and control unit,
The storage unit stores the corresponding relationship between the absorbance of the raw water and required remaining oxidizing agent concentration,
In order to also inhibit the increasing again of the biology in the water ballast being stored in ballast tank while killing the biology in raw water
It grows, residual oxidization when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
The computing unit is derived opposite with the absorbance of the raw water measured by absorbance meter referring to the corresponding relationship
Answer it is described needed for remaining oxidizing agent concentration, and by the above-mentioned required remaining oxidizing agent concentration derived be set as control target value with
The required supply amount of the oxidant is calculated,
Described control unit control oxidation agent feeding device, will be by the calculated required supply amount of the computing unit
Oxidant is supplied into the water taken by the oxidation agent feeding device.
3. a kind of ballast water processing device, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidation agent feeding device of the biology in raw water and to via the oxidation agent feeding device and to institute
It states and supplies the oxidant supply amount control device that the supply amount of the oxidant is adjusted in the raw water being drawn, feature exists
In:
The oxidant supply amount control device has: the transmitance meter of the light transmittance for the raw water being drawn described in measurement, storage
Unit, computing unit and control unit,
The storage unit stores the corresponding relationship between the light transmittance of the raw water and the concentration of the dissolved organic carbon of the raw water
As the first corresponding relationship, while storing between the concentration of the dissolved organic carbon of the raw water and required remaining oxidizing agent concentration
Corresponding relationship as the second corresponding relationship,
In order to while killing the biology in raw water, also inhibit the organism in the water ballast being stored in ballast tank again
Proliferation, residual oxygen when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
The computing unit derives the light transmittance with the raw water measured by transmitance meter referring to first corresponding relationship
The concentration of the corresponding dissolved organic carbon, next, the computing unit referring to second corresponding relationship, derive with
The corresponding required remaining oxidizing agent concentration of the concentration of above-mentioned the derived dissolved organic carbon, and derived above-mentioned
Required remaining oxidizing agent concentration be set as control target value to calculate the required supply amount of the oxidant,
Described control unit control oxidation agent feeding device, will be by the calculated required supply amount of the computing unit
Oxidant is supplied into the water taken by the oxidation agent feeding device.
4. a kind of ballast water processing device, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidation agent feeding device of the biology in raw water and to via the oxidation agent feeding device and to institute
It states and supplies the oxidant supply amount control device that the supply amount of the oxidant is adjusted in the raw water being drawn, feature exists
In:
The oxidant supply amount control device has: the transmitance meter of the light transmittance for the raw water being drawn described in measurement, storage
Unit, computing unit and control unit,
The storage unit stores the corresponding relationship between the light transmittance of the raw water and required remaining oxidizing agent concentration,
In order to also inhibit the increasing again of the biology in the water ballast being stored in ballast tank while killing the biology in raw water
It grows, residual oxidization when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
The computing unit is derived opposite with the light transmittance of the raw water measured by transmitance meter referring to the corresponding relationship
Answer it is described needed for remaining oxidizing agent concentration, and by the above-mentioned required remaining oxidizing agent concentration derived be set as control target value with
The required supply amount of the oxidant is calculated,
Described control unit control oxidation agent feeding device, will be by the calculated required supply amount of the computing unit
Oxidant is supplied into the raw water taken by the oxidation agent feeding device.
5. a kind of ballast water treatment approach, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidant supplying step of the biology in raw water and be supplied to in the oxidant supplying step
The oxidant supply amount rate-determining steps being adjusted to the supply amount of the oxidant of the water, it is characterised in that:
The oxidant supply amount rate-determining steps have: the absorbance of the absorbance for the raw water being drawn described in measurement measures step
Suddenly, the meter of supply amount needed for the derivation step of dissolved organic carbon concentration, the derivation step of required remaining oxidizing agent concentration, oxidant
Step and rate-determining steps are calculated,
In the derivation step of the dissolved organic carbon concentration, referring to absorbance and the raw water of raw water be previously obtained, described
Corresponding relationship i.e. the first corresponding relationship between the concentration of dissolved organic carbon, derives and is surveyed with the absorbance measuring process
The concentration of the dissolved organic carbon of the corresponding raw water of absorbance of the raw water obtained,
In the derivation step of the required remaining oxidizing agent concentration, the dissolution referring to raw water be previously obtained, described is organic
Corresponding relationship i.e. the second corresponding relationship between the concentration of carbon and required remaining oxidizing agent concentration is derived organic with the dissolution
Remaining oxidizing agent concentration needed for the concentration of the dissolved organic carbon derived in the derivation step of concentration of carbon is corresponding,
In order to also inhibit the increasing again of the biology in the water ballast being stored in ballast tank while killing the biology in raw water
It grows, residual oxidization when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
In the calculating step of the supply amount needed for the oxidant, it will be pushed away in the derivation step of the required remaining oxidizing agent concentration
Remaining oxidizing agent concentration needed for derived is set as controlling required supply amount of the target value to calculate the oxidant,
In the rate-determining steps, the oxidant supplying step is controlled, thus will be by institute in the oxidant supplying step
State in the calculating step of supply amount needed for oxidant it is calculated it is described needed for the oxidant of supply amount supply to described and taken
In raw water.
6. a kind of ballast water treatment approach, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidant supplying step of the biology in raw water and be supplied to in the oxidant supplying step
The oxidant supply amount rate-determining steps being adjusted to the supply amount of the oxidant of the raw water, are characterized in that:
The oxidant supply amount rate-determining steps have: measuring absorbance measuring process, the institute of the absorbance for the raw water being drawn
The calculating step and rate-determining steps of supply amount needed for needing the derivation step of remaining oxidizing agent concentration, oxidant,
In the derivation step of the required remaining oxidizing agent concentration, referring to absorbance be previously obtained, the raw water with
Corresponding relationship between required remaining oxidizing agent concentration is derived and the raw water that measures in the absorbance measuring process
Remaining oxidizing agent concentration needed for absorbance is corresponding,
In order to also inhibit the increasing again of the biology in the water ballast being stored in ballast tank while killing the biology in raw water
It grows, residual oxidization when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
In the calculating step of the supply amount needed for the oxidant, it will be pushed away in the derivation step of the required remaining oxidizing agent concentration
Remaining oxidizing agent concentration needed for derived is set as controlling required supply amount of the target value to calculate the oxidant,
In the rate-determining steps, the oxidant supplying step is controlled, thus will be by institute in the oxidant supplying step
State in the calculating step of supply amount needed for oxidant it is calculated it is described needed for the oxidant of supply amount supply to described and taken
In raw water.
7. a kind of ballast water treatment approach, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidant supplying step of the biology in raw water and be supplied to in the oxidant supplying step
The oxidant supply amount rate-determining steps being adjusted to the supply amount of the oxidant in the raw water, are characterized in that:
The oxidant supply amount rate-determining steps have: the Transmissivity measurement of the light transmittance for the raw water being drawn described in measurement
Supply amount needed for step, the derivation step of dissolved organic carbon concentration, the derivation step of required remaining oxidizing agent concentration, oxidant
Step and rate-determining steps are calculated,
Light transmittance and the raw water in the derivation step of the dissolved organic carbon concentration, referring to raw water be previously obtained, described
Dissolved organic carbon concentration between corresponding relationship i.e. the first corresponding relationship, derive and institute in the Transmissivity measurement step
The concentration of the dissolved organic carbon of the corresponding raw water of the light transmittance of the raw water measured,
In the derivation step of the required remaining oxidizing agent concentration, the dissolution referring to raw water be previously obtained, described is organic
Corresponding relationship i.e. the second corresponding relationship between the concentration of carbon and required remaining oxidizing agent concentration is derived organic with the dissolution
Remaining oxidizing agent needed for the concentration of the dissolved organic carbon of the raw water derived in the derivation step of concentration of carbon is corresponding is dense
Degree,
In order to also inhibit the increasing again of the biology in the water ballast being stored in ballast tank while killing the biology in raw water
It grows, residual oxidization when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
In the calculating step of the supply amount needed for the oxidant, by institute in the derivation step of the required remaining oxidizing agent concentration
The required remaining oxidizing agent concentration derived is set as controlling required supply amount of the target value to calculate oxidant,
In the rate-determining steps, the oxidant supplying step is controlled, thus will be by institute in the oxidant supplying step
State in the calculating step of supply amount needed for oxidant it is calculated needed for the oxidant of supply amount supply to described and be drawn
In raw water.
8. a kind of ballast water treatment approach, has: being supplied to being drawn in the raw water into the ballast tank of ship as water ballast
Oxygen supply agent is to kill the oxidant supplying step of the biology in raw water and be supplied to in the oxidant supplying step
The oxidant supply amount rate-determining steps being adjusted to the supply amount of the oxidant in the raw water, are characterized in that:
The oxidant supply amount rate-determining steps have: measuring Transmissivity measurement step, the institute of the light transmittance for the raw water being drawn
The calculating step and rate-determining steps of supply amount needed for needing the derivation step of remaining oxidizing agent concentration, oxidant,
In the derivation step of the required remaining oxidizing agent concentration, referring to light transmittance be previously obtained, the raw water with
Corresponding relationship between required remaining oxidizing agent concentration is derived and the light transmission measured in the Transmissivity measurement step
Remaining oxidizing agent concentration needed for rate is corresponding,
In order to also inhibit the increasing again of the biology in the water ballast being stored in ballast tank while killing the biology in raw water
It grows, residual oxidization when the required remaining oxidizing agent concentration is as after the supply oxidant into raw water by the stipulated time
Agent concentration and required remaining oxidizing agent concentration,
In the calculating step of the supply amount needed for the oxidant, by institute in the derivation step of the required remaining oxidizing agent concentration
The required remaining oxidizing agent concentration derived is set as controlling required supply amount of the target value to calculate oxidant,
In the rate-determining steps, the oxidant supplying step is controlled, thus will be by institute in the oxidant supplying step
State in the calculating step of supply amount needed for oxidant it is calculated it is described needed for the oxidant of supply amount supply to described and taken
In raw water.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/JP2016/063098 WO2017187531A1 (en) | 2016-04-26 | 2016-04-26 | Ballast water treatment device and ballast water treatment method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109071282A true CN109071282A (en) | 2018-12-21 |
Family
ID=60160388
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201680085001.8A Pending CN109071282A (en) | 2016-04-26 | 2016-04-26 | Ballast water processing device and ballast water treatment approach |
Country Status (5)
Country | Link |
---|---|
US (1) | US10669173B2 (en) |
EP (1) | EP3450403A4 (en) |
KR (1) | KR102133663B1 (en) |
CN (1) | CN109071282A (en) |
WO (1) | WO2017187531A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US12037263B2 (en) | 2020-04-21 | 2024-07-16 | Truox, Inc. | Method and system for the remediation of aquatic facilities |
US11999633B2 (en) | 2020-04-21 | 2024-06-04 | Truox Inc. | Method and system for the remediation of aquatic facilities |
CA3206777A1 (en) * | 2021-01-18 | 2022-07-21 | Roy W. Martin | A method and system for the remediation of aquatic facilities |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004067778A2 (en) * | 2003-01-28 | 2004-08-12 | University Of South Florida | Differentially expressed genes in large granular lymphocyte leukemia |
CN102092814A (en) * | 2011-03-23 | 2011-06-15 | 青岛海德威科技有限公司 | Device for treating ship ballast water |
JP2013043107A (en) * | 2011-08-23 | 2013-03-04 | Jfe Engineering Corp | Apparatus and method for treating ballast water |
WO2014148867A1 (en) * | 2013-03-22 | 2014-09-25 | (주)테크로스 | Ballast water treatment system |
WO2016024342A1 (en) * | 2014-08-12 | 2016-02-18 | 栗田工業株式会社 | Method for treating ballast water |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4679050B2 (en) * | 2003-10-31 | 2011-04-27 | 株式会社東芝 | Combined sewer disinfection equipment |
CA2559068C (en) * | 2004-03-10 | 2011-01-25 | Trojan Technologies Inc. | System for predicting reduction in concentration of a target material in a flow of fluid |
JP4844244B2 (en) | 2005-06-10 | 2011-12-28 | Jfeエンジニアリング株式会社 | Ballast water treatment apparatus and treatment method |
US8119412B2 (en) * | 2007-06-05 | 2012-02-21 | Ecolab Usa Inc. | Kinetic determination of peracid and/or peroxide concentrations |
JP4816681B2 (en) * | 2008-05-27 | 2011-11-16 | Jfeエンジニアリング株式会社 | Ballast water treatment method and apparatus |
JP2012254415A (en) * | 2011-06-09 | 2012-12-27 | Kurita Water Ind Ltd | Treatment system of ship ballast water |
JP2014140815A (en) * | 2013-01-24 | 2014-08-07 | Kurita Water Ind Ltd | Method for preventing treated water from becoming whitely turbid due to dissolved sulfide, and water treatment method |
JP6338150B2 (en) * | 2014-09-25 | 2018-06-06 | Jfeエンジニアリング株式会社 | Ballast water treatment apparatus and ballast water treatment method |
-
2016
- 2016-04-26 KR KR1020187034144A patent/KR102133663B1/en active IP Right Grant
- 2016-04-26 EP EP16900404.1A patent/EP3450403A4/en not_active Withdrawn
- 2016-04-26 WO PCT/JP2016/063098 patent/WO2017187531A1/en active Application Filing
- 2016-04-26 CN CN201680085001.8A patent/CN109071282A/en active Pending
-
2018
- 2018-10-25 US US16/171,260 patent/US10669173B2/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004067778A2 (en) * | 2003-01-28 | 2004-08-12 | University Of South Florida | Differentially expressed genes in large granular lymphocyte leukemia |
CN102092814A (en) * | 2011-03-23 | 2011-06-15 | 青岛海德威科技有限公司 | Device for treating ship ballast water |
JP2013043107A (en) * | 2011-08-23 | 2013-03-04 | Jfe Engineering Corp | Apparatus and method for treating ballast water |
WO2014148867A1 (en) * | 2013-03-22 | 2014-09-25 | (주)테크로스 | Ballast water treatment system |
WO2016024342A1 (en) * | 2014-08-12 | 2016-02-18 | 栗田工業株式会社 | Method for treating ballast water |
Also Published As
Publication number | Publication date |
---|---|
WO2017187531A1 (en) | 2017-11-02 |
EP3450403A1 (en) | 2019-03-06 |
US20190202721A1 (en) | 2019-07-04 |
US10669173B2 (en) | 2020-06-02 |
KR20180136543A (en) | 2018-12-24 |
KR102133663B1 (en) | 2020-07-13 |
EP3450403A4 (en) | 2019-12-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101640593B1 (en) | Method and system for treating ballast water | |
JP5412111B2 (en) | Ship ballast water treatment method | |
US7686962B2 (en) | Process control oxidation | |
US20040129645A1 (en) | Methods, apparatus, and compositions for controlling organisms in ballast water | |
JP4877281B2 (en) | Ballast water treatment apparatus and ballast water treatment method | |
CN109071282A (en) | Ballast water processing device and ballast water treatment approach | |
JP6338150B2 (en) | Ballast water treatment apparatus and ballast water treatment method | |
KR101302034B1 (en) | Apparatus for treating water and a ship having the same | |
CN106237895A (en) | Utilize the ship ballast water processing means of sodium dichloro cyanurate | |
JP2015192627A (en) | Closed type culture system and culture water purification method | |
JP2013043107A (en) | Apparatus and method for treating ballast water | |
KR20150125375A (en) | Chemical dosing apparatus for ballast water treatmenting system | |
KR101472528B1 (en) | Apparatus for treatmenting ballast water using NaDCC | |
JP6529706B1 (en) | Ballast water treatment method | |
KR101525136B1 (en) | A counteragent-supplier to prevent clopping counteragent pipe and a ballast water treatment system using it | |
KR20090005067A (en) | A method and system of digesting excess sludge | |
KR101421505B1 (en) | Device for measuring total residual oxidant of ballast water | |
JP2004160349A (en) | Water cleaning apparatus for fish and shellfish | |
EP3290394B1 (en) | Ballast water treatment device and ballast water treatment method | |
EP3597607A1 (en) | Ballast water treatment device and ballast water treatment method | |
JP6241321B2 (en) | Ballast water treatment method | |
KR20150068634A (en) | Sea water treatment apparatus of marine structure and sea water treatment method using the saem |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181221 |